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Home My WebLink AboutWIND PRESSURE CHARTJR&ADWO'S PEAK ROOF' HEIGHT vs DESIGN WIND PRESSURE FOR COMPONEWS A CLADDING (ES.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET BASIC WIND SPEED = 170 mph RISK CATEGORY11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L- LESS THAN 7�9" L- GREATER OR EQUAL THAN 7�9' AND LESS THAN 12�3" I- GREATER OR EQUAL THAN 12�3" HEIGHT POSITIVE NE"TIVE POSmvF` NEG471VE POSITIVE --NEGATWE (h) ULTZAMTE A.S.D. ULTIMATE A.S.D. ULTIMATE A.&D. ULTIMATE A.S.D. ULDMAIT A.S.D. ULTIMATE ASD. 0' - 15, 76.4 45.8 102.4 61.4 7J. 0 4J. 8 95.5 5ZJ 68.5 41.1 86.4 51.8 * 15�20' 80.4 48.2 1OZ6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 * 20�25' 83.6 50.2 111.9 67.1 79.8 4Z9 104.4 62.6 74.8 44.9 94.4 56.6 * 25�30' 86.2 51.7 115.5 69.3 82.4 P9.4 107.7 64.6 77J 46.4 9Z4 58.4 > 30- 9:0-7 54.4 121.4 72 ' 8 86 - 6 5Z 0 113.3 68.0 81.2 48.7 102.4 61.4 4 O._50; 1 � T. 1 56.6 126.2- T5. 7 ga.0 54.0 IIZ7 70.6 84.4 50.6 106.5 63.9 > 50'-60' 1 97.3 58.4 130.3, 78.2 92.9 55.7 121.5 72.9 8Z2 52-3 1 109.9 1 65.9 BUILDING'S MK ROOF HEIGHT vs DESIGN WND EUS-2M FOR COM87MMS & CLAWN-0 MSF.) FOR ASCE 7-10 - P&4K ROOF HUGHT GREATER THAN 60 BASIC WIND SPEED = 170 mph RISK CATEGORY // BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L" LESS THAN f2-3" L- GREATER OR EQUAL THAN 12'-J- HEIGHT P FIVE NEGATIVE -To-s1TlvE----FNEGA77vr (h) ULTIMATE A.S.D. UL77MATE I A.S.D. UL77MATE I A.S.D. UL77MATE A.S.D. > 60' - 70' 91.5 54.9 16Z 7 100.6 84.3 50.6 148.4 89.0 > 70' - 80' 9J. 6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 > 80' - 90' 95.6 5Z4 175.2 105.1 88.0 52.8 155.0 93.0 * 90' 100' 97.3 58.4 178.4 1OZ4 89.7 5j. 8 157.9 94.7 * 100' 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 gza * 120' 140' 103.2 61.9 189.2 113.5 95.1 571 167.4 100.4 * 140'.-- 160' 105.6 6J. 4 19J. 6 116.2 97.3 58.4 171.3 102.8 IOZ8 196A7M 19Z6 i ILI 1, ±P9.3 59.6 174.9 1 104.9 7 'ffO' --`MOY 109.8 w65. 9- 2013 120.8 101.1 60.7 178.1 106.9 > 200' 250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 250' JOD' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 * 300, 350, 121.0 72.6 221.9 111. 1 111.5 66.9 196.J liza * 350 400 : 123.9 74. J 227.1 lJ6.3 114.1 1 68.5 200.9 120.5 * 400 450 126.4 75.8 231.8 139.1 116.5 1 69.9 205. 1 12J. I * 450P 500'1 .128.8 1 77.3 1 236.1 1 141.7 1 118.6 1 71.2 208.9 125.3 1.) THIS CER77RED SIGNED AND SEALED WIND La4D CHARF, PREPARED BY THIS ENGINEER. 34SED ON ASCE 7-10, FOR A BASIC WIND SPEED OF' 170 MPH, AND APPUCABLE RISK CATEGORY BUILDING & &POSURES, IS COMPLETELY GENERIC AND DOES NOT PROWDE JNFORM4770N FOR A SITE SPECIFIC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE 77ME BUILDING PERMIT J) CON7R4C70R OR PERMIT HOLDER TO BE RESPONSIBLE FOR ME SELEC770M OF DESIGN WIND PRESSURE 84SED ON THIS GENERIC WIND La4D CHART WHO PRESSURES ARE UL77947E AND ASO. PRESSURES. 4.) THIS WIND LOAD CHART SH4LL BE CONSIDERED INVALID IF ALTERED By ANY MFAHS. 5.) DESIGN WIND LOAD SELECTED BY THE CON7R4C7OR OR PERMIT HOLDER FROM THIS WIND L04D CHART SH4LL BE INDIC47ED ON A SEPARATE DOCUMENT PREPARED BY THE COND?,4CTOR OR PERMIT HOLDER (e.g.. SPREADSHEET, OPENING SCHEDULEITWE OFF SHEET, EM). No. 44167 1 STAYE 'CANNED 13 Y frie county INDICA70 DESIGN WND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDMONS AND FOR ALL ROOF' SLOPES. L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR 94H4M SHUTTER HEIGHT. $At;g PRODUCTS WHICH BEAR A MMMI-DADE COUNTY OR A SrATE OF FLORIDA APPROVAL -'9 vile COPY lko'Ot'Go � 0 0 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PAL;W BE4CH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIES